Search results for "Geotechnical engineering"

showing 10 items of 489 documents

Volume change characteristics of fine-grained soils due to sequential thermo-mechanical stresses

2019

Know-how of volume change characteristics, VCC, of the fine-grained soils, exposed to thermal stresses, is essential for design of various thermo-active structures. These stresses are known to induce excess pore-water pressure, Δu θ , in the saturated state of such soils, which in turn affects their compression and shear strength characteristics. In this context, through several experimental studies, the effect of thermo-mechanical stress-path, the over-consolidation ratio (OCR) and degree of saturation on VCC (viz., thermally induced volumetric strain, ε vθ , compression and re-compression indices, c c and c r ) of the fine-grained soils has been demonstrated by earlier researchers. Howeve…

Thermo-hydro-mechanical behavior of soilDegree of saturationExcess pore-water pressure0211 other engineering and technologiesContext (language use)Geology02 engineering and technology010502 geochemistry & geophysicsOverburden pressureCompression (physics)Thermal volumetric strainGeotechnical Engineering and Engineering Geology01 natural sciencesOedometer testShear strength (soil)Mechanical stressePhase (matter)Structural rearrangementThermalComposite materialThermal stresse021101 geological & geomatics engineering0105 earth and related environmental sciences
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Nonstationary flow surface theory for modeling the viscoplastic behaviors of soils

2016

Abstract This paper presents a three-dimensional elastic viscoplastic model that can describe the time-dependent behaviors of soft clays. The constitutive model is formulated based on the nonstationary flow surface theory and incorporates new developments, including (i) an improved definition of the nonstationary flow surface that is capable of capturing the stress–strain behaviors under different loading paths, (ii) a unique stress–strain—viscoplastic-strain-rate equation that is able to explicitly describe the nonstationary flow surface, and (iii) a final stable state concept that identifies the final equilibrium state at the end of creep and stress relaxation, which is also used to simpl…

Thermodynamic equilibriumConstitutive equation0211 other engineering and technologiesconstitutive modeltime softening02 engineering and technology010502 geochemistry & geophysics01 natural sciencesrate dependentPhysics::GeophysicsConsistency (statistics)nonstationary flow surface theoryStress relaxation021101 geological & geomatics engineering0105 earth and related environmental sciencesMathematicsViscoplasticitybusiness.industryComputer Science Applications1707 Computer Vision and Pattern RecognitionStructural engineeringMechanicsViscoplasticityGeotechnical Engineering and Engineering GeologyOedometer testComputer Science ApplicationsFlow (mathematics)Creepfinal stable state conceptbusiness
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Flow and thixotropy of non-contaminating oil drilling fluids formulated with bentonite and sodium carboxymethyl cellulose

2007

Abstract A study has been made of low-contaminating oil drilling mud in water base, composed of bentonite, at concentrations in the range of 6–12% (w/w), and sodium carboxymethyl cellulose at two different concentrations. Flow analysis yielded an empirical formula indicating shear stress as a function of the formulation concentrations of bentonite and sodium carboxymethyl cellulose, stirring time and shear rate. To study the thixotropy of the different formulations the cycles' method has been used. Calculations were made of the thixotropic areas, obtaining a semi-empirical equation for these areas. The results are analyzed on the base of relative thixotropic area and total relative thixotro…

ThixotropySodiumchemistry.chemical_elementMineralogyGeotechnical Engineering and Engineering GeologyCarboxymethyl celluloseShear rateFuel TechnologychemistryRheologyChemical engineeringDrilling fluidBentoniteShear stressmedicinemedicine.drugJournal of Petroleum Science and Engineering
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In-situ high spatial resolution LA-MC-ICPMS 230Th/U dating enables detection of small-scale age inversions in speleothems

2017

Abstract We present an in-situ method for Th and U isotope measurements by laser ablation multi-collector inductively coupled plasma mass spectrometry (LA-MC-ICPMS) to determine possible age inversions of stalagmites, using a 213 nm Nd:YAG laser connected to an MC-ICPMS. Due to the low ion beam intensity of 230 Th (20–120 counts per second, cps), we carefully optimized the operating parameters to get highest possible ion beam intensities, i.e., laser fluence (25 J cm −2 ), spot size (110 μm), pulse repetition rate (20 Hz), scan speed (4 μm s −1 ), integration time (1000 s), and He and Ar gas flow (∼0.9 L min −1 and ∼0.6 L min −1 respectively). A precision (2 relative standard error, 2RSE) o…

Time delay and integrationIon beamAnalytical chemistryMineralogy010502 geochemistry & geophysics01 natural scienceslaw.inventionGeochemistry and PetrologylawImage resolutionInductively coupled plasma mass spectrometry0105 earth and related environmental sciencesEarth-Surface ProcessesReproducibilityLaser ablationChemistry010401 analytical chemistrylcsh:QE1-996.5GeologySecular equilibriumGeotechnical Engineering and Engineering GeologyLaserSpeleothemLaser ablation0104 chemical scienceslcsh:Geology230Th/U datingGeophysicsMC-ICPMS
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Intelligent Sampling for Vegetation Nitrogen Mapping Based on Hybrid Machine Learning Algorithms

2021

Upcoming satellite imaging spectroscopy missions will deliver spatiotemporal explicit data streams to be exploited for mapping vegetation properties, such as nitrogen (N) content. Within retrieval workflows for real-time mapping over agricultural regions, such crop-specific information products need to be derived precisely and rapidly. To allow fast processing, intelligent sampling schemes for training databases should be incorporated to establish efficient machine learning (ML) models. In this study, we implemented active learning (AL) heuristics using kernel ridge regression (KRR) to minimize and optimize a training database for variational heteroscedastic Gaussian processes regression (V…

Training setMean squared errorActive learning (machine learning)Data stream miningComputer scienceFrame (networking)0211 other engineering and technologiesSampling (statistics)02 engineering and technologyVegetation15. Life on landGeotechnical Engineering and Engineering Geologycomputer.software_genreArticleEuclidean distancesymbols.namesakesymbolsData miningElectrical and Electronic EngineeringGaussian processcomputer021101 geological & geomatics engineering
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Dynamic response of multiply connected primary-secondary systems

1990

The nodal equations of motion of the composite system are given in «total» and «relative» coordinates. In the framework of the component-mode synthesis method a coordinate transformation, here defined as an admissible one, is used to reduce the nodal equations of motion. This coordinate transformation is theoretically and numerically compared with the coordinate transformation usually used in the literature, which generally gives larger errors with respect to the former when a reduced number of nodes is considered

Transformation (function)Primary (astronomy)Coordinate systemMode couplingMathematical analysisEarth and Planetary Sciences (miscellaneous)Equations of motionGeometryGeotechnical Engineering and Engineering GeologyMathematics
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On the sensitivity of bridge seismic response with local soil amplification

1998

The paper presents a numerical sensitivity study of the local site effects on structural response. Following a recently developed model of spatial coherency and a concept of a simple site coefficient the local site effects are modelled as filtrations of excitation processes with a frequency shift. An analysis of a bridge response with supports founded on different soils is carried out. The joint effects of dynamic response and pseudostatic motion are considered. Two types of response are analysed: longitudinal and transverse. The differences between dynamic displacements and force responses are pointed out.

Transverse planebusiness.industryEarth and Planetary Sciences (miscellaneous)Frequency shiftRandom vibrationStructural engineeringSensitivity (control systems)Geotechnical Engineering and Engineering GeologybusinessBridge (interpersonal)Spatial coherencyJoint (geology)GeologyEarthquake Engineering & Structural Dynamics
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Revisión de la Literatura sobre la Toma de Decisiones Éticas en Organizaciones

2019

espanolEste articulo revisa la literatura sobre el tema de toma de decisiones eticas en organizaciones, para establecer sus niveles de integracion disciplinar, enfoques teoricos y metodos dominantes. Con ese fin, se combino la busqueda sistematica con la narrativa. La sistematica se baso en referencias extraidas de Web of Science (WoS), analizadas mediante la plataforma Tree of Science (ToS) para identificar redes de citacion. La narrativa se apoyo en el analisis de referencias complementarias a traves del programa Gephi. La literatura se clasifico en tres niveles de dialogo disciplinar: 1) Importacion conceptual; 2) Reciprocidad teorica; y 3) Unidad teorica. Se concluye que la escasez de e…

Tree of Science (ToS)Web of scienceéticaStrategy and ManagementGeotechnical Engineering and Engineering Geologyética organizacionalIndustrial and Manufacturing EngineeringComputer Science ApplicationsGeneral Energyrealismo integral complejotransdisciplinariotoma de decisiones éticasSociologyHumanitiesFood ScienceInformación tecnológica
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Compressibility and phase stability of iron-rich ankerite

2021

ABSTRACT: The structure of the naturally occurring, iron-rich mineral Ca₁․₀₈(₆)Mg₀.₂₄(₂)Fe₀.₆₄(₄)Mn₀.₆₄(₄)(CO₃)₂ ankerite was studied in a joint experimental and computational study. Synchrotron X-ray powder diffraction measurements up to 20 GPa were complemented by density functional theory calculations. The rhombohedral ankerite structure is stable under compression up to 12 GPa. A third-order Birch-Murnaghan equation of state yields V₀ = 328.2(3) ų, bulk modulus B₀ = 89(4) GPa, and its first-pressure derivative B'₀ = 5.3(8)-values which are in good agreement with those obtained in our calculations for an ideal CaFe(CO₃)₂ ankerite composition. At 12 GPa, the iron-rich ankerite structure …

Trigonal planar molecular geometryBulk modulusEquation of statePhase transitionMaterials science010504 meteorology & atmospheric sciencesCompressibilityThermodynamicsGeology010502 geochemistry & geophysicsGeotechnical Engineering and Engineering GeologyMineralogy01 natural sciencesHigh pressurePhase (matter)Iron-rich ankeriteCarbonate mineralDensity functional theoryAnkeritePowder diffraction0105 earth and related environmental sciencesQE351-399.2Phase transition
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Experimental Survey on Dry Asphalt Rubber Concrete for Sub-ballast Layers

2012

This paper presents the results of an experimental survey on the potential application of DARC (dry asphalt rubber concrete) in rail superstructure, within sub-ballast layers by measuring its damping and mechanical properties. Based on the environmental friendly point of view the DARC has the significant advantage as the backfill material of sub-ballast layer because the rubber comes from the waste tires of truck and its usage can results a significant recycling of non-biodegradable wastes. After a preliminary mix-design of several DARCs, with different rubber content that confirmed by using the Marshall test, the stiffness modulus and damping ratio both of a standard bituminous mixture and…

TruckBallastDamping ratioMaterials scienceNatural rubberWaste tiresAsphaltDeflection (engineering)visual_artvisual_art.visual_art_mediumGeotechnical engineeringLumped massJournal of Civil Engineering and Architecture
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